Laserfiche WebLink
rn <br />3' <br />co <br />1 <br />M <br />v <br />0 <br />Q <br />0 <br />cV <br />I <br />0 <br />eV <br />rn <br />rn <br />r- <br />to <br />0 <br />I <br />N <br />LO <br />0 <br />I <br />M <br />i <br />I <br />c0 <br />N <br />co <br />Mi <br />(C7 <br />21 <br />0 <br />Cr <br />C/11 <br />0 <br />N <br />I <br />0 <br />04 <br />J <br />M <br />LO <br />0 <br />NI <br />rn <br />LO <br />1 <br />I'M <br />i <br />F_ <br />22 <br />Cf) <br />-0 <br />01 <br />,Y <br />`o <br />3 <br />a <br />0 <br />i <br />0 <br />a <br />F2 <br />E <br />L <br />O <br />C <br />J <br />C <br />0 <br />v <br />0 <br />J <br />a> <br />LZ <br />N <br />N <br />a <br />0 <br />N <br />O <br />LO <br />W <br />v <br />0 <br />Y <br />O <br />Uj <br />m <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />W/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />INSULATION--- <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 0/C WALLS / <br />1l2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEa, - <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM 1 <br />ER\ 1 <br />1 <br />1 <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"`♦ <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />1/2" GYP WB — <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />FIX WD FURRING @ 24" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />EJ- .-ter .— 4 ' �O `� c <br />4 <br />dill <br />c) <br />6x6 W1.4xW1.4_ '. 4' 'a • <br />WWF OR FIBERMESH <br />4'. ,4 <br />o <br />.. <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT SHEET SS <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1x2 NAILER <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />Cn FOR MORE INFO <br />w <br />LIJ <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />co <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />3RD LAYER 1/8" THICK. <br />LU <br />I= INSULATION PER <br />CHART ON FLOOR PLAN <br />rB R <br />S6 S6 <br />r ETAL SEAT <br />1 OR FELT <br />PAPER FOR <br />1 MOISTURE <br />1 BARRIER <br />i� <br />r <br />STD. 901HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cn <br />U_ <br />U <br />4"x4" INSPECTION PORT AT <br />cc <br />CL <br />EACH FILL CELL TYPICAL <br />w <br />C- <br />AT GARAGE CONTRACTOR <br />LO <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />/— NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />GRADE <br />`-STD.90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR - - (SEE DETAIL) <br />W/3"MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION j <br />REV.03.16.21 SCALE:3/4"=1'-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />ST.._ <br />2nd FL00 <br />BEAM/GIR <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL----� <br />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL---------'r - / 1\ \ <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.C. <br />NOTES: " USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />E <br />S6 <br />°p <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°Q <br />SEE FRAMING WEEP SCREED <br />Q <br />PLAN ' . INSTALLED PER MANUF. <br />Cz <br />r G <br />Y <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS <br />I I <br />END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />IF <br />SEE DETAIL 2/D2 FOR - <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIE <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 1Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />w <br />Lu <br />U) <br />15/32" OSB <br />EXPOSURE 1 Ill x II SHEATHING <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />SECTION X-X IF <br />II II <br />NOT FULL <br />HEIGHT SHEET <br />C II II <br />II II <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />7 T_T I I� <br />5/32" OSB <br />EI <br />EXPOSUR <br />EXPO� <br />SHEATHING W <br />F <br />IIII II <br />SOLID 2x <br />III <br />O <br />III II II II I <br />o <br />ALL <br />BLOCKINGSHEATHING <br />C <br />0 <br />EDGES (SEE <br />III <br />OPENING <br />SET N X-X <br />III <br />C <br />III x <br />II II <br />xW <br />II <br />II 1 x <br />E <br />W <br />_ <br />2x STUDS <br />III <br />IFT <br />III II II II <br />BEYOND. y <br />SEE PLAN <br />IIII <br />I I II IIII <br />II II I I <br />0 <br />rn <br />II <br />1L_I <br />-1 _II <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />SEE PLAN <br />BLOCKING WALL SHEATHING <br />BETVdEEN FLOOR <br />SYSTEM WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION B <br />MASONRY 1ST FLR. SEE J/S6 S6 3/s° s NA <br />@ SCALE: 3/4"=1'-0" SPACW <br />FOR ADDITIONAL INFORMATION. 3/4" <br />I„S � 1/2" <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />71 <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />— <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSON SP1 w/ (10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />° ° d <br />° <br />/0:. <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />/ GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />" III III - <br />I r ' (3) #5 CONT. ON 3" <br />8" 1'-1 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />SFF �Off, <br />N <br />2x CRIPPLES @ - <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />�FNr,IR�OR <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Ye". <br />y <br />? <br />OA <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Sd COMMON NAIL <br />s <br />@ <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />QD <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />rsn <br />@ <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />w Lu o c <br />O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />q 0 a <br />000 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />U) LL <br />O <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />- N w O <br />MEMBER IF GABLE END <br />c (LL <br />NOTE: <br />• <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" <br />• <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 (2) 2x HEADER SEE PLAN <br />S4 • INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />• EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)1 Od x 1 1/2" EACH SIDE <br />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP, <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />2x BLOCKING HORIZON ALLY <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />M -1 I I_I I_I I I_I I°° A <br />111-� 1-1 I <br />-1�1111�111111111 ° <br />',;IIII <br />III -III-, <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />m <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />3 <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10)1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />FINISH GRADE <br />0? <br />q <br />;IIII ; r <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />u <br />eh <br />N <br />N� <br />o <br />C" <br />v <br />C* <br />LLr <br />N G <br />F � N <br />-"1 <br />CI - <br />cc Q •- <br />A <br />H m cc <br />4 4P <br />01 N <br />4 <br />cc w <br />T T. <br />as <br />N <br />c <br />A o <br />o. W <br />r{ T <br />I/p FL+ ^. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Englneer"s <br />signature and seal. <br />0 <br />F $ of S N <br />8Go 4 <br />O N <br />5 ( �y�'�" <br />C •�-C9 N LL c <br />0 r� u ii <br />rNN 0 a <br />a ccU_U. a YYi c� <br />0 <br />0 Z <br />Rcrn <br />0 0 <br />L'4N <br />(p Co U Q <br />W 2�� d Cn <br />ILW QQ�W <br />* N O U ❑❑❑ <br />W <br />L 00 �j <br />G � <br />QQGQ <br />P1 <br />N <br />M <br />zC1 <br />�N <L <br />4­1 cn <br />f6 w <br />o <br />U <br />0 w <br />N <br />c Y <br />�cn <br />di <br />I <br />_. c <br />Q <br />_ <br />9 <br />_.J <br />U_ <br />`Ei E <br />z� <br />n� <br />a• <br />E <br />wi <br />❑a <br />F rO <br />a <br />a8 <br />U <br />J40tt <br />�o <br />� U <br />z <br />can N <br />t <br />a <br />`s <br />a z <br />xW <br />o� <br />(n C <br />M C <br />ox <br />m'j <br />o 1 <br />z <br />po J <br />' <br /><w <br />im <br />C§ 3 <br />1w <br />�Z <br />�w <br />W <br />o <br />qQ <br />;o <br />Mj <br />M <br />V <br />¢ <br />zl4 <br />a _ <br />O �+ <br />c O <br />�N <br />W <br />U <br />co <br />N <br />T <br />ro <br />� <br />N <br />CO <br />� I- <br />� <br />L N <br />Cfl <br />O <br />M <br />LON <br />� r LL <br />E <br />Cr Y <br />00 <br />cc <br />U <br />O <br />m N <br />N <br />T <br />C <br />CAM NO <br />O <br />co <br />Q O C° <br />LO <br />t <br />T <br />� C1 <br />0 <br />T LO <br />Z <br />Z <br />E Occ <br />E <br />D <br />p <br />U Q p <br />°3 <br />JOB <br />NO : 23-05729-05734 <br />SCALE : AS NOTED <br />SHEET- NO. <br />S6 <br />(MONO) <br />